Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 242
... obtained by the model tests or the theoretical analysis .. When the design wave is determined , the response amplitude of the stress at the brace node can be obtained by the motion and wave load calculation and the subsequent framework ...
... obtained by the model tests or the theoretical analysis .. When the design wave is determined , the response amplitude of the stress at the brace node can be obtained by the motion and wave load calculation and the subsequent framework ...
Page 256
... obtained using the standard Bx2B CTOD specimens according to BS5762 . The specimens had a through - thickness machined notch , which has the same notch - tip geometry as for the wide plate test . The wide plate tests were carried out at ...
... obtained using the standard Bx2B CTOD specimens according to BS5762 . The specimens had a through - thickness machined notch , which has the same notch - tip geometry as for the wide plate test . The wide plate tests were carried out at ...
Page 323
... obtained from the shell element model and the experimental results . It shows that this model has overpredicted the SCF's both on the chord and brace sides . On the brace side the overprediction was expected as already seen for the case ...
... obtained from the shell element model and the experimental results . It shows that this model has overpredicted the SCF's both on the chord and brace sides . On the brace side the overprediction was expected as already seen for the case ...
Contents
ADVANCED COMPOSITES | 1 |
Probabilistic Aspects of HAZ CTOD Value of Multipass Welded Joint of Steel for Offshore | 5 |
The Use of GRP Materials in Platform Topsides Construction and the Regulatory Implications | 15 |
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analysis applications axial behaviour bending brace calculated carried chord combined compared components composite Composite Materials compression concrete connection considered construction corrosion crack crack growth critical curve cycles damage determined developed distribution effect element Engineering experimental factor failure fatigue fiber Figure finite element force fracture geometry increase indicate initial internal laminate length limit load lower Marine material matrix maximum mean measured mechanical method Mode nodes nominal normal observed obtained offshore operation parameters performance pipe plate platform position predicted present pressure production properties range ratio reduced reinforcement Research resin resistance seal shear shell shown shows specimen steel stiffener stiffness strain strength stress concentration structures surface Table techniques temperature tensile tension thickness thread tube tubular joints weight weld